会议论文详细信息
4th International Conference on Energy Equipment Science and Engineering | |
Calculation of breakwater stability by strength reduction method | |
Li, J.S.^1^2^3^4 ; Zheng, A.R.^1^2^3^4 | |
CCCC Tianjin Port Engineering Institute Co. Ltd., Tianjin | |
300222, China^1 | |
CCCC First Harbor Engineering Co. Ltd., Tianjin | |
300461, China^2 | |
Key Laboratory of Port Geotechnical Engineering, Ministry of Communications of PRC, Tianjin | |
300222, China^3 | |
Key Laboratory of Port Geotechnical Engineering of Tianjin, Tianjin | |
300222, China^4 | |
关键词: Breakwater stability; Calculation results; Factor of safety; Hollow blocks; North China; Port basins; Stable state; Strength reduction method; | |
Others : https://iopscience.iop.org/article/10.1088/1755-1315/242/6/062007/pdf DOI : 10.1088/1755-1315/242/6/062007 |
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来源: IOP | |
【 摘 要 】
The breakwater is the first barrier to prevent sea wave for entering the port basin and vital to provide a safe environment for ships or vessels. The stability of a breakwater in North China is studied by strength reduction method. This breakwater is constructed with silt-solidified fills in bags and armoured with accropode blocks and four-pin concrete hollow blocks. Calculation result shows that the factor of safety calculated by strength reduction method is 2.52, and the breakwater is in a good stable state since the ground and breakwater have no trend to slip.
【 预 览 】
Files | Size | Format | View |
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Calculation of breakwater stability by strength reduction method | 323KB | download |